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Corrigendum - REACH24H Consulting Group

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6.7.4.2.8.1 The reference holding time shall be determined by a method recognized by the competent<br />

authority on the basis of the following:<br />

(a) The effectiveness of the insulation system, determined in accordance with 6.7.4.2.8.2;<br />

(b) The lowest set pressure of the pressure limiting device(s);<br />

(c) The initial filling conditions;<br />

(d) An assumed ambient temperature of 30 °C;<br />

(e) The physical properties of the individual refrigerated liquefied gas intended to be<br />

transported.<br />

6.7.4.2.8.2 The effectiveness of the insulation system (heat influx in watts) shall be determined by type<br />

testing the portable tank in accordance with a procedure recognized by the competent authority. This test<br />

shall consist of either:<br />

(a) A constant pressure test (for example at atmospheric pressure) when the loss of<br />

refrigerated liquefied gas is measured over a period of time; or<br />

(b) A closed system test when the rise in pressure in the shell is measured over a period of<br />

time.<br />

When performing the constant pressure test, variations in atmospheric pressure shall be taken<br />

into account. When performing either tests corrections shall be made for any variation of the ambient<br />

temperature from the assumed ambient temperature reference value of 30 °C.<br />

NOTE: For the determination of the actual holding time before each journey, refer to 4.2.3.7.<br />

6.7.4.2.9 The jacket of a vacuum-insulated double-wall tank shall have either an external design<br />

pressure not less than 100 kPa (1 bar) gauge pressure calculated in accordance with a recognized technical<br />

code or a calculated critical collapsing pressure of not less than 200 kPa (2 bar) gauge pressure. Internal and<br />

external reinforcements may be included in calculating the ability of the jacket to resist the external pressure.<br />

6.7.4.2.10 Portable tanks shall be designed and constructed with supports to provide a secure base<br />

during transport and with suitable lifting and tie-down attachments.<br />

6.7.4.2.11 Portable tanks shall be designed to withstand, without loss of contents, at least the internal<br />

pressure due to the contents, and the static, dynamic and thermal loads during normal conditions of handling<br />

and transport. The design shall demonstrate that the effects of fatigue, caused by repeated application of<br />

these loads through the expected life of the portable tank, have been taken into account.<br />

6.7.4.2.12 Portable tanks and their fastenings under the maximum permissible load shall be capable of<br />

absorbing the following separately applied static forces:<br />

(a) In the direction of travel: twice the MPGM multiplied by the acceleration due to<br />

gravity (g) 1 ;<br />

(b) Horizontally at right angles to the direction of travel: the MPGM (when the direction<br />

of travel is not clearly determined, the forces shall be equal to twice the MPGM)<br />

multiplied by the acceleration due to gravity (g) 1 ;<br />

(c) Vertically upwards: the MPGM multiplied by the acceleration due to gravity (g) 1 ; and<br />

(d) Vertically downwards: twice the MPGM (total loading including the effect of gravity)<br />

multiplied by the acceleration due to gravity (g) 1 .<br />

1 For calculation purposes g = 9.81 m/s 2 .<br />

Copyright@United Nations, 2011. All rights reserved.<br />

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